The Fracture Characteristic of Mode III Rock Crack under Different Temperature

Li Yun Li; Tie Wu Tang; Zhi Qiang Xu; Wen Bin Liu; Guo Yane Zhou

doi:10.4028/www.scientific.net/AMR.891-892.884

Paper Titles

Fatigue Crack Development in Epoxy Coatings on Steel Substrate: The Role of Coating and Substrate Properties in Determination of the Onset of Fatigue Cracks
p.854

Dependence of Static Fatigue Tests on Experimental Configuration for a Crystalline Rock
p.863

Large-Scale Deformation Patterning in Geomaterials Associated with Grain Rotation
p.872

The Cyclic Loading as a Result of the Stick-Slip Motion
p.878

The Fracture Characteristic of Mode III Rock Crack under Different Temperature
p.884

Reduction in Fretting Fatigue Strength of Austenitic Stainless Steels due to Internal Hydrogen
p.891

Fretting Fatigue Behavior of Titanium Alloy Coated with Functionally Graded Ti/TiN Film
p.897

Fatigue Stress Ratio Effect on Fretting-Fatigue Crack Nucleation: Comparison between Multi-Axial and Uni-Axial Predictions
p.903

Description of Small Fatigue Crack Propagation in ODS Steel
p.911

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 891-892The Fracture Characteristic of Mode III Rock Crack...

The Fracture Characteristic of Mode III Rock Crack under Different Temperature

Abstract:

A series of torsion tests under different temperature were carried out with circumferential notched cylindrical rock specimens. By this kind of specimens, mode III rock crack propagation in real meaning was realized. The initiation torsion M of the mode III rock crack was measured under different temperature. The variation law of M v.s. temperature T was obtained. The initiation stress near crack tip under different temperatures was calculated by finite element method, and then, the mode III fracture toughness K_IIIC of the rock was obtained by further calculation. The experiment and numerical results show that the mode III fracture toughness of the rock decreases with the temperature increase. The results of the paper can be used in the design of deep underground engineering ,disaster prevention and mitigation engineering.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 891-892)

Pages:

884-888

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.891-892.884

Citation:

Cite this paper

Online since:

March 2014

Authors:

Li Yun Li*, Tie Wu Tang, Zhi Qiang Xu, Wen Bin Liu, Guo Yane Zhou

Keywords:

Experiment, FEM Calculation, Fracture, Mode III Crack, Rock, Temperature

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Li Liyun, Wong R H C, Han Zhichao, et al, An Experimental and Theoretical Analysis of Crack Propagation in 3-D Surface Crack, Chinese Journal of Rock Mechanics and Engineering, 31(2012)311-319.

Google Scholar

[2] K. Khan and N.A. AL-Shayea, Effect of Specimen Geometry and Testing Method on Mixed ModeⅠ-Ⅱ Fracture Toughness of a Limestone Rock from Saudi Arabia, Rock Mech. Rock Engng. (2000) 33 (3)179-206.

DOI: 10.1007/s006030070006

Google Scholar

[3] G.R. Krishan, X.L. Zhao M. Zaman, J. -C, Roegiers, Fracture Toughness of a Soft Sandstone, Int.J. Rock Mech. Min. Sci., 35(1998)695-710.

DOI: 10.1016/s0148-9062(97)00324-0

Google Scholar

[4] Li Liyun, Ning Hailong, Xu Fengguang, et. al. Test and numerical analysis of fracture toughness model III fracture, Chinese Journal of Rock Mechanics and Engineering, 25(2006)2523-2528.

Google Scholar

[5] A.V. Dyskin, E. Sahouryeh, R.J. Jewell, et al. Influence of shape and locations of initial 3-D cracks on their growth in uniaxial compression [J]. Engineering Fracture Mechanics, 70(2003)2115-2136.

DOI: 10.1016/s0013-7944(02)00240-0

Google Scholar

[6] Murakami Y. Stress Intensity Factors Hand book, New York, Pergamum Press, (1987).

Google Scholar